Gespeichert in:
| Beteiligte Personen: | , , |
|---|---|
| Format: | Buch |
| Sprache: | Englisch |
| Veröffentlicht: |
Berlin
Ernst
2010
|
| Ausgabe: | 1. ed. |
| Schriftenreihe: | ECCS eurocode design manuals
|
| Schlagwörter: | |
| Links: | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020415108&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| Umfang: | XVI, 438 S. Ill., graph. Darst. |
| ISBN: | 9789291470983 9783433029732 |
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| 250 | |a 1. ed. | ||
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Datensatz im Suchindex
| DE-BY-TUM_call_number | 0002 BAU 530f 2010 A 5974 |
|---|---|
| DE-BY-TUM_katkey | 1731083 |
| DE-BY-TUM_location | 00 |
| DE-BY-TUM_media_number | 040090429628 |
| _version_ | 1821932537244549120 |
| adam_text | Titel: Design of steel structures
Autor: Silva, Luís Simões da
Jahr: 2010
Table of Contents
Table of Contents
FOREWORD xiii
PREFACE xv
Chapter 1
INTRODUCTION_ _
1.1. General Observations 1
1.2. Codes of Practice and Normalization 3
1.2.1. Introduction 3
1.2.2. Eurocode 3 6
1.2.3. Other standards 7
1.3. Basis of Design 8
1.3.1. Basic concepts 8
1.3.2. Reliability management 9
1.3.3. Basic variables 13
1.3.3.1. Introduction 13
1.3.3.2. Actions and environmental influences 13
1.3.3.3. Material properties 14
1.3.3.4. Geometrical data 15
1.3.4. Ultimate limit states 15
1.3.5. Serviceability limit states 16
1.3.6. Durability 18
1.3.7. Sustainability 19
1.4. Materials 21
Table ok Contents
1.4.1. Material specification
1.4.2. Mechanical properties
1.4.3. Toughness and through thickness properties
1.4.4. Fatigue properties
1.4.5. Corrosion resistance
1.5. Geometric Characteristics and Tolerances
Chapter 2
STRUCTURAL ANALYSIS_________^
33
2.1. Introduction
2.2. Structural Modelling ^
2.2.1. Introduction
2.2.2. Choice of member axis ^6
2.2.3. Influence of eccentricities and supports 38
2.2.4. Non-prismatic members and members with curved axis 39
2.2.5. Influence of joints ^4
2.2.6. Combining beam elements together with two and
three dimensional elements 51
2.2.7. Worked examples 52
2.3. Global Analysis of Steel Structures 75
2.3.1. Introduction 75
2.3.2. Structural stability of frames 77
2.3.2.1. Introduction 77
2.3.2.2. Elastic critical load 80
2.3.2.3. 2nd order analysis 86
2.3.3. Imperfections 87
2.3.4. Worked example 93
2.4. Classification of Cross Sections 108
21
22
25
27
27
28
Table of Contents
Chapter 3
DESIGN OF MEMBERS_U5
3.1. Introduction 115
3.1.1. General 115
3.1.2. Resistance of cross sections 116
3.1.2.1. General criteria 116
3.1.2.2. Section properties 117
3.1.3. Buckling resistance of members 121
3.2. Tension 121
3.2.1. Behaviour in tension 121
3.2.2. Design for tensile force 123
3.2.3. Worked examples 126
3.3. Laterally Restrained Beams 134
3.3.1. Introduction 134
3.3.2. Design for bending 135
3.3.2.1. Elastic and plastic bending moment resistance 135 —
vii
3.3.2.2. Uniaxial bending 137
3.3.2.3. Bi-axial bending 138
3.3.2.4. Net area in bending 139
3.3.3. Design for shear 139
3.3.4. Design for combined shear and bending 140
3.3.5. Worked examples 142
3.4. Torsion 154
3.4.1. Theoretical background 154
3.4.1.1. Introduction 154
3.4.1.2. Uniform torsion 156
3.4.1.3. Non-uniform torsion 157
Table ok Contents
3.4.1.4. Cross section resistance in torsion 161
VIII
164
166
172
172
172
183
188
197
3.4.2. Design for torsion
3.4.3. Worked examples
3.5. Compression
3.5.1. Theoretical background
3.5.1.1. Introduction
3.5.1.2. Elastic critical load ^2
3.5.1.3. Effect of imperfections and plasticity 177
3.5.2. Design for compression
3.5.3. Worked examples
3.6. Laterally Unrestrained Beams
3.6.1. Introduction 197
3.6.2. Lateral-torsional buckling 197
3.6.2.1. Introduction 197
3.6.2.2. Elastic critical moment 198
3.6.2.3. Effect of imperfections and plasticity 208
3.6.3. Lateral-torsional buckling resistance 210
3.6.4. Worked examples 214
3.7. Beam-Columns 223
3.7.1. Introduction 223
3.7.2. Cross section resistance 224
3.7.2.1. Theoretical background 224
3.7.2.2. Design resistance 227
3.7.3. Buckling resistance 230
3.7.3.1. Theoretical background 230
3.7.3.2. Design resistance 233
3.7.4. Worked examples 242
T able of Contents
Chapter 4
ELASTIC DESIGN OF STEEL STRUCTURES_2T[
4.1. Introduction 271
4.2. Simplified Methods of Analysis 273
4.2.1. Introduction 273
4.2.2. Amplified sway-moment method 275
4.2.3. Sway-mode buckling length method 277
4.2.4. Worked example 278
4.3. Member Stability of Non-prismatic Members and Components 288
4.3.1. Introduction 288
4.3.2. Non-prismatic members 288
4.3.3. Members with intermediate restraints 293
4.3.4. General method 299
4.3.5. Worked example 302
4.4. Design Example 1: Elastic Design of Braced Steel-Framed
Building 317
4.4.1. Introduction 317
4.4.2. Description of the structure 318
4.4.3. General safety criteria, actions and combinations of actions 321
4.4.3.1. General safety criteria 321
4.4.3.2. Permanent actions 321
4.4.3.3. Imposed loads 321
4.4.3.4. Wind actions 322
4.4.3.5. Summary of basic actions 329
4.4.3.6. Frame imperfections 329
4.4.3.7. Load combinations 332
4.4.3.8. Load arrangement 334
Tame of Contents
335
4.4.4. Structural analysis
3 J C
4.4.4.1. Structural model
4.4.4.2. Linear elastic analysis 336
4.4.4.3. Susceptibility to 2nd order effects: elastic critical
loads
4.4.4.4. 2nd order elastic analysis 338
339
4.4.5. Design checks
4.4.5.1. General considerations 339
4.4.5.2. Cross section resistance 341
4.4.5.3. Buckling resistance of beams 342
4.4.5.4. Buckling resistance of columns and beam-columns 342
Chapter 5
PLASTIC DESIGN OF STEEL STRUCTURES_Ml
5.1. General Rules for Plastic Design 343
5.1.1. Introduction 343
5.1.2. Plastic limit analysis: method of mechanisms 344
5.1.3. Code requirements for plastic analysis 349
5.2. Methods of Analysis 352
5.2.1. Introduction 352
5.2.2. Approximate methods for pre-design 352
5.2.3. Computational analysis 364
5.2.4. 2nd order effects 369
5.2.4.1. Introduction 369
5.2.4.2. Elastic critical load 369
5.2.4.3. 2 order computational analysis 372
5.2.4.4. Simplified methods for analysis 373
5.2.5. Worked example nz.
Table ok Contents
5.3. Member Stability and Buckling Resistance 385
5.3.1. Introduction 385
5.3.2. General criteria for the verification of the stability of
members with plastic hinges 385
5.3.3. Bracings 386
5.3.4. Verification of the stability of members with plastic
hinges 389
5.3.4.1. Introduction 389
5.3.4.2. Prismatic members constituted by hot-rolled or
equivalent welded I sections 390
5.3.4.3. Haunched or tapered members made of rolled or
equivalent welded I sections 392
5.3.4.4. Modification factors for moment gradients in
members laterally restrained along the tension flange 395
5.3.5. Worked examples 397
5.4. Design Example 2: Plastic Design of Industrial Building 407
5.4.1. Introduction 407
5.4.2. General description 408
5.4.3. Quantification of actions, load combinations and
general safety criteria 408
5.4.3.1. General criteria 408
5.4.3.2. Permanent actions 409
5.4.3.3. Imposed loads 409
5.4.3.4. Snow loads 409
5.4.3.5. Wind loads 410
5.4.3.6. Summary of basic actions 415
5.4.3.7. Imperfections 415
5.4.3.8. Load combinations 416
5.4.4. Pre-design 418
Table of Contents
5.4.5. Structural analysis 421
5.4.5.1. Linear elastic analysis 421
5.4.5.2. 2nd order effects 423
5.4.5.3. Elastic-plastic analysis 424
5.4.6. Code checks 426
5.4.6.1. General considerations 426
5.4.6.2. Cross section resistance 426
5.4.6.3. Buckling resistance of the rafters 426
5.4.6.4. Buckling resistance of the columns 429
5.4.7. Synthesis 429
REFERENCES__431
xii
|
| any_adam_object | 1 |
| author | Silva, Luís Simões da Simões, Rui Gervásio, Helena |
| author_GND | (DE-588)141716096 (DE-588)141716002 |
| author_facet | Silva, Luís Simões da Simões, Rui Gervásio, Helena |
| author_role | aut aut aut |
| author_sort | Silva, Luís Simões da |
| author_variant | l s d s lsd lsds r s rs h g hg |
| building | Verbundindex |
| bvnumber | BV036492505 |
| classification_rvk | ZH 4500 ZI 7200 |
| classification_tum | BAU 530f |
| ctrlnum | (OCoLC)642929802 (DE-599)HBZHT016302445 |
| discipline | Architektur Bauingenieurwesen |
| edition | 1. ed. |
| format | Book |
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| id | DE-604.BV036492505 |
| illustrated | Illustrated |
| indexdate | 2024-12-20T14:35:37Z |
| institution | BVB |
| isbn | 9789291470983 9783433029732 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-020415108 |
| oclc_num | 642929802 |
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| owner_facet | DE-91 DE-BY-TUM DE-92 DE-706 DE-83 DE-Aug4 DE-525 |
| physical | XVI, 438 S. Ill., graph. Darst. |
| publishDate | 2010 |
| publishDateSearch | 2010 |
| publishDateSort | 2010 |
| publisher | Ernst |
| record_format | marc |
| series2 | ECCS eurocode design manuals |
| spellingShingle | Silva, Luís Simões da Simões, Rui Gervásio, Helena Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings Eurocode 3 (DE-588)4355659-0 gnd Bautechnik (DE-588)4004955-3 gnd Bemessung (DE-588)4005461-5 gnd Berechnung (DE-588)4120997-7 gnd Stahlbau (DE-588)4056837-4 gnd Stahlkonstruktion (DE-588)4182836-7 gnd Verbundträger (DE-588)4187601-5 gnd |
| subject_GND | (DE-588)4355659-0 (DE-588)4004955-3 (DE-588)4005461-5 (DE-588)4120997-7 (DE-588)4056837-4 (DE-588)4182836-7 (DE-588)4187601-5 |
| title | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings |
| title_auth | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings |
| title_exact_search | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings |
| title_full | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings Luis Simões da Silva ; Rui Simões ; Helena Gervásio |
| title_fullStr | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings Luis Simões da Silva ; Rui Simões ; Helena Gervásio |
| title_full_unstemmed | Design of steel structures Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings Luis Simões da Silva ; Rui Simões ; Helena Gervásio |
| title_short | Design of steel structures |
| title_sort | design of steel structures eurocode 3 design of steel structures part 1 1 general rules and rules for buildings |
| title_sub | Eurocode 3: design of steel structures ; part 1-1: general rules and rules for buildings |
| topic | Eurocode 3 (DE-588)4355659-0 gnd Bautechnik (DE-588)4004955-3 gnd Bemessung (DE-588)4005461-5 gnd Berechnung (DE-588)4120997-7 gnd Stahlbau (DE-588)4056837-4 gnd Stahlkonstruktion (DE-588)4182836-7 gnd Verbundträger (DE-588)4187601-5 gnd |
| topic_facet | Eurocode 3 Bautechnik Bemessung Berechnung Stahlbau Stahlkonstruktion Verbundträger |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020415108&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT silvaluissimoesda designofsteelstructureseurocode3designofsteelstructurespart11generalrulesandrulesforbuildings AT simoesrui designofsteelstructureseurocode3designofsteelstructurespart11generalrulesandrulesforbuildings AT gervasiohelena designofsteelstructureseurocode3designofsteelstructurespart11generalrulesandrulesforbuildings |
Teilbibliothek Stammgelände
| Signatur: | 0002 BAU 530f 2010 A 5974 |
|---|---|
| Exemplar 1 | Ausleihbar Am Standort |